TECHNICAL PAPERS
May 30, 2009

Bend Strength of FRP Stirrups: Comparison and Evaluation of Testing Methods

Publication: Journal of Composites for Construction
Volume 14, Issue 1

Abstract

This paper provides a comparison and evaluation of the current test methods used to determine the strength of fiber-reinforced polymer (FRP) bent bars/stirrups at the bend location (bend strength). The available methods depend on applying tensile forces through the straight portion of the bent bar/stirrup and keeping the bend zone restrained to generate a stress perpendicular to the bend direction in addition to the stress in the longitudinal direction. This could be achieved through the ACI 440.3R-04 B.12 test method for U-shaped bare FRP bars. Another possible method is the ACI 440.3R-04 B.5 which evaluates the bend strength of FRP stirrups by embedding them in two concrete blocks, which are pushed apart until the rupture of the FRP bent bars. Both methods were employed in testing FRP stirrups and bent bars and the bend strength was compared. The test results showed that the ACI 440.3R-04 B.12 test method consistently underestimates the bend strength of FRP stirrups. On the other hand, B.5 test method is more reliable and representative to the actual state of stresses in real concrete structural elements.

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Acknowledgments

The writers wish to express their gratitude and sincere appreciation to the Natural Science and Engineering Research Council of Canada (NSERC), Pultrall Inc., (Thetford Mines, Québec, Canada), and The Ministry of Transportation of Quebec (MTQ) for financing this research work. The writers would like to thank the technical staff in the structural laboratory at the Department of Civil Engineering, University of Sherbrooke (Sherbrooke, Quebec, Canada) for their assistance in fabricating and testing the specimens.

References

Ahmed, E. A., El-Salakawy, E., and Benmokrane, B. (2008). “Behavior of concrete beams reinforced with carbon FRP stirrups.” Proc., 4th Int. Conf. on FRP Composites in Civil Engineering (CICE2008) (CD-ROM), Swiss Federal Laboratories for Materials, Testing, and Research (Empa), Zurich, Switzerland, 6.
American Concrete Institute (ACI). (2004). “Guide test methods for fiber reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.” ACI 440.3R-04, Committee 440, Detroit.
American Concrete Institute (ACI). (2006). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1R-06, Committee 440, Detroit.
American Concrete Institute (ACI). (2008a). “Specification for construction with fiber-reinforced polymer reinforcing bars.” ACI 440.5-08, Committee 440, Detroit.
American Concrete Institute (ACI). (2008b). “Specifications for carbon and glass fiber-reinforced polymer bar materials for concrete reinforcement.” ACI 440.6M-08, Committee 440, Detroit.
ASTM. (2006). “Standard test method for tensile properties of fibre reinforced polymer matrix composite bars.” D7205/D7205M-06, West Conshohocken, Pa.
Benmokrane, B., El-Salakawy, E., El-Gamal, S. E., and Sylvain, G. (2007). “Construction and testing of Canada’s first concrete bridge deck totally reinforced with glass FRP bars: Val-Alain Bridge on Highway 20 East.” J. Bridge Eng., 12(5), 632–645.
Canadian Standard Association (CSA). (2006). “Canadian highway bridge design Code.” CAN/CSA S6-06, Rexdale, Ont.
Canadian Standards Association (CSA). (2002). “Design and construction of building components with fibre reinforced polymers.” CAN/CSA S806-02, Rexdale, Ont.
El-Salakawy, E. F., Benmokrane, B., Masmoudi, R., Briére, F., and Beaumier, E. (2003). “Concrete bridge barriers reinforced with GFRP composite bars.” ACI Struct. J., 100(6), 815–824.
El-Sayed, A. K., El-Salakawy, E., and Benmokrane, B. (2007). “Mechanical and structural characterization of new carbon FRP stirrups for concrete members.” J. Compos. Constr., 11(4), 352–362.
Ishihara, K., Obara, T., Sato, Y., Ueda, T., and Kakuta, Y. (1997). “Evaluation of ultimate strength of FRP rods at bent-up portion.” Proc., 3rd Int. Symp. on Nonmetallic (FRP) Reinforcement for Concrete Structures, Vol. 2, Japan Concrete Institute (JCI), Sapporo, Japan, 27–34.
ISIS Canada. (2006). “Specifications for product certification on fibre reinforced polymers (FRPs) as internal reinforcement in concrete structures.” Product Certification of FRP Materials, The Canadian Network of Centers of Excellence on Intelligent Sensing for Innovative Structures, ISIS Canada, Univ. of Manitoba, Specifications for Product Certification on Fibre Reinforced Polymers, Winnipeg, Man.
Maruyama, T., Honama, M., and Okmura, H. (1993). “Experimental study on tensile strength of bent portion of FRP rods.” ACI special publications: Fiber reinforced plastic reinforcement for concrete structures, SP-138, A. Nanni and C. W. Dolan, eds., American Concrete Institute, Detroit, 163–176.
Morphy, R. D. (1999). “Behaviour of fiber reinforced polymer (FRP) stirrups as shear reinforcement for concrete structures.” MS thesis, Univ. of Manitoba, Winnipeg, Man.
Shehata, E., Morphy, R., and Rizkalla, S. (2000). “Fiber reinforced polymer shear reinforcement for concrete members: Behavior and design guidelines.” Can. J. Civ. Eng., 27(5), 859–872.

Information & Authors

Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 14Issue 1February 2010
Pages: 3 - 10

History

Received: Dec 17, 2008
Accepted: May 29, 2009
Published online: May 30, 2009
Published in print: Feb 2010

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Authors

Affiliations

Ehab A. Ahmed [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, PQ, Canada J1K 2R1. E-mail: [email protected]
Ahmed K. El-Sayed [email protected]
Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke PQ, Canada J1K 2R1. E-mail: [email protected]
Ehab El-Salakawy [email protected]
Associate Professor and Canada Research Chair in Advanced Composite Materials and Monitoring of Civil Infrastructures, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg MB, Canada R3T 5V6. E-mail: [email protected]
Brahim Benmokrane [email protected]
NSERC Research Chair Professor in Innovative FRP Composite Materials for Infrastructures, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke PQ, Canada J1K 2R1 (corresponding author). E-mail: [email protected]

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